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<br /> CLEAR TUBE (FILLED
<br /> POCKET FORMER-� WITH GREASE) CLEAR TUBE WEDGES
<br /> BULKHEAD
<br /> �-WEDGES STRAND (GREASED (FILLED WITH GREASE) - ANCHOR �END CAP
<br /> Z'-0" L END CAP � ANCHOR- AND COATED) (FILLED WITH
<br /> ��� #3 X �� > > (FILLED WITH � A DACOA(TEDEASED GREASE)
<br /> -�� HAIRPINS � 12" OC L/ 0 L/ 0 GREASE) �
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<br /> - -..P. - �- , �- .� � ��'
<br /> 1� 0.2 h2 - T END OF SHEATHING 4 �` �
<br /> �---- TENDON OFFSET - �0.2 h1 � SEE NOTE 4 � '�" ' `
<br /> � 4" MIN
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<br /> BULKHEAD <d a.a- :� : . °e.. _.+ a., . .:� s � ° ° ° �a� `�' ,��'
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<br /> 4 ��� . <. , a Q. ` '�r�n��pi-�v�dl�-��'
<br /> 2" GAP BETWEEN TENDONS � �
<br /> Y � AT STRESSING END AT DEAD END
<br /> -� INDICATES TENDON PROFILE POINT NOTES: NOTES:_
<br /> �� INDICATES TENDON INFLECTION POINT 1. LOCATE ANCHOR AT BULKHEAD PER FRAMING PLANS. 1. LOCAlE ANCHOR AT BULKHEAD PER FRAMING PLANS.
<br /> 2. INSTALL POCKET FORMER FLUSH BETWEEN BULKHEAD AND ANCHOR 2. IF FABRICATED IN SHOP, WEDGES, GREASE CAP AND GREASE-FILLED
<br /> FOR TIGHT SEAL. SLEEVE WILL BE ASSEMBLED TIGHT TO ANCHOR.
<br /> N S: NOTES: 3. SLIDE GREASE-FlIlED PROTECTION SLEEVE TIGHT AGAINST ANCHOR, PROVIDING 3. IF FIELD SEAl1NG IS REQUIRED, BE SURE ALL COMPONENTS ARE
<br /> 1. TENDON HORIZONTAL TURN GRADIENT SHALL NOT EXCEED 1:6. 1. SEE PLAN FOR TENDON PROFILE POINT VALUES. 4" MIN OVERLAP BETWEEN SLEEVE AND END OF SHEATHING. TIGHT TO ANCHOR.
<br /> 2. TENDON OFFSET SHALL NOT EXCEED 1" IN 3'-0". DIMENSIONS GIVEN ARE FROM BEAM SOFFIT TO CENTER OF GRAVITY OF TENDONS. 4. AFTER POURING, AT TlME OF STRESSING, REMOVE POCKET FORMER AND INSERT WEDGES.
<br /> 3. WHERE TENDON HORIZONTAL TURN GRADIENT EXCEEDS 1:12 OR WHERE 2. INSTALL TENDON WITH PARABOLIC DRAPE BETWEEN PROFILE AND INFLECTION POINTS. 5. AFTER STRESSING AND ENGINEER'S APPROVAL OF STRESSING RECORD, GUT STRAND
<br /> TENDON OFFSET EXCEEDS 1/2", THE GAP BETWEEN TENDONS SHALL BE 3. PROVIDE TENDON SUPPORT AT EACH HIGH POINT, LOW POINT AND AT 48" MAXIMUM 3/4"-1 1/4" BEYOND WEDGES PER SHEET GENERAL NOTES AND GREASE END CAP PRIOR TO
<br /> A MINIMUM OF 2" AND HAIRPINS MUST BE PROVIDED THROUGHOUT THE SPACING THROUGHOUT. INSERTING ET TIGHT AGAINST ANCHOR. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
<br /> RADIUSED PORTION. 6. FILL STRESSING POCKET PER SHEET GENERAL NOTES. �
<br /> ��
<br /> U
<br /> TYP HORIZONTAL TENDON CURVATURE NO SCALE A TYPICAL PT TENDON PROFILE NO SCALE B TYP PT ENCAPSULATION DETAILS NO SCALE D E �
<br /> ��
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<br /> �
<br /> 631 U
<br /> �
<br /> #4x �� 18" OC AROUND - CLEAN SURFACE PRIOR TO 4'-0" SQUARE 4" WALL_ � �
<br /> PERIMETER OF PAD - CONC POUR TYP UNO �
<br /> � � �
<br /> CONCRETE PAD z � 12� MAX d- �o
<br /> f'c = 3000 PSI � � 3" MIN . . e . . . �
<br /> �
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<br /> SEE MECH, ELECT � c� � o
<br /> AND ARCH (6" MAX) - -I > ` � z = � O
<br /> •�-� ' � � � ■ �
<br /> �- ' ' � T SLAB � � �' �
<br /> (7 � N U
<br /> �� �� EQUIPMENT PADS � Z „ (SEE PLAN) o Q � � N q
<br /> #4 � 12 OC EW �- � #4 � 16
<br /> �
<br /> � Q _o .� Q- s
<br /> TYP UNO STYROFOA�i FiLLErt �_ w � � � � � .�.J
<br /> 6"-8" 9�-18" EXTEND VERT � � � �; N
<br /> (1) #4 TYP BETWEEN WALLS c� � � � �
<br /> 1 4 CONT � UNO -` BARS INTO PT ° � u� � N N �
<br /> � }# SEE MECH, ELECT & ARCH
<br /> � z r- (2)#4 CONT SLAB
<br /> SEE MECH, ELECT _ 4x � � 18" OC I
<br /> AND ARCH (12" MAX) �� � � # g g � ,
<br /> L p .c- �
<br /> #4X 8u � ,$ ac �-��----}
<br /> (ALT HOOK DIR) I�, o
<br /> ��� EQUIPMENT CURBS � �
<br /> NOTES: NOTES:
<br /> 1. EQUIPMENT PAD SIZE TO BE 6" LARGER THAN EQUIPME�:T IN EACH DIRECTION, UNO. 1. DO NOT DRILL PT SLABS.
<br /> COORDINATE EXACT SIZE ANO LOCATION OF CURB AND PADS WITH EQUIPMENT PROVIDED.
<br /> PLAN
<br /> � �
<br /> �
<br /> - N
<br /> TYP EQUIPMENT CURBS & �PADS ON PT SLABS NO SCALE F TYPICAL OVERBUILD ON PT SLABS NO SCAL.E G H J K �' g �
<br /> �' � Q �
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<br /> Sll R PI EACH SIDE ' o � ~
<br /> SLAB TENDONS, � � �
<br /> SEE PLAN OF SLEEVE
<br /> z
<br /> I I� 3,_�„
<br /> � • � • ' � SLAB REINF �W 3�pN MIN
<br /> � � � �,,�BM TOP REINF �'N � �
<br /> �- ��., � G D � pL��,
<br /> SUPPORT BAR ,l � � . oo . ao CONC COL (PER SCHED) � w' �+- �� "s�j
<br /> HOOKS MAY " ; SPACE TENDON � � � � � � � � N�v ��'
<br /> , , � � TENDON ANCHOR
<br /> BE TURNED UP � � BUNDLES EQUALLY W � � , � O � �. �-��
<br /> ,
<br /> SECURE SUPPORT � U - - - � o - - - - - * - - - - ! - ____==�_ - � N omo ,� ,� z�asz
<br /> � ' � - ;�C� 'P �, �'GIST��`���4
<br /> BARS TO BEA_�/ � ' (EE COL SCHED) � Z sS10NAL ���'
<br /> S T I R R U P S S U P P O R T B A R ��, � _ _ M i ,� , „
<br /> 2� CLR . � . PER PT SUPPLIER Q� � � - - - �� MAK r- � #5x4-0 EF 06--21-13
<br /> � TOP & BOTTOM �
<br /> STIRRUP � • N • N , _ _ _ � ALL SLEEVES - Revisions
<br /> BEAM PER PLAN
<br /> �
<br /> �
<br /> PRE-PERMIT REViEW
<br /> 14 P OVIDE SUPPORT BARS AS REQUIRED TO MAINTAIN PROPER ! � BEAM BOT REINF N S'' F 05/22/2013
<br /> 1. B E A M R E I N O R C E M E N T A N D P T T E N D O N S N O T S H O W N F O R C L A R I T Y.
<br /> PROFlLE. MAXIMUM SPACING TO BE PER POST-TENSIONING NOTES. ,4 __ -'`-- ROUGHENED SURFACE, TYP 2. LOCATION OF PT TENDONS AND HORIZONTAL REINFORCING TAKES PERMIT SUBMITTAL
<br /> 2. LOAD TENDONS IN EQUAL BUNDLES WNENEVER POSSIBLE. » PROCEDENCE OVER LOCAI�ON OF SLEEVES. 06l19/2013
<br /> 3. SEE BEAM SCHEDULE ON S4.31 FOR ADDITIONAL INFORMATION TENDON, TYP� �� �_���COL REINF 3. SLEEVES SHALL BE LIMITED TO GROUPS OF 3 1NHERE MINIMUM SPACING IS ADOPTED. PERMITREPONSE
<br /> 4. STACK BOT BARS TO SIDES FOR PT PROFlLE. BM S7IRRUPS 4. PROVIDE 2� CLR BETWEEN SLEEVES AND REINFORCEMENT. 0911112013
<br /> 5. ENSURE 2 1/2" COVER FOR MAIN REINFORCING BARS. 5. PROVIDE 4" CLR BETINEEN SLEEVES AND PT TENqONS.
<br /> 6. SEE B/S4.62 FOR PT TENDON CON�IGURATION.
<br /> 7. VERTICAL PENETRATIONS THROUGH PT BEAMS ARE NOT ALLOWED.
<br /> �
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<br /> `` TYPICAL TENDON SUPPORT AT BEAMS NO SCALE L PT BEAM AND COLUMN INTERSECTION NO SCALE M TYPICAL PT BEAM SLEEVE CRITERIA NO SCALE N P �
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<br /> "' GRAND & WALL STREET
<br /> �, EVERETT, WA
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<br /> � TYP PT CONC
<br /> � SECTIONS ❑
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<br /> � DETAILS
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<br /> � � Date: 06/21/2013
<br /> � m Job No: 11304')
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